Lakeside V2-LR 951014 The Kroger Company
100 Kroger Drive
Keller, Texas 76248
Attn: Mr. Jeff Krueger
Geotechnical Study for New Retail Store
Proposed Kroger Store #448
McAdhur Boulevard @ Sandy Lake Road
Coppell, Texas
ATL Project No. 95G139
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AT Laboratories Inc. j
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-- LOG OF BORING
i - COPPELL BORING #: B-8
PROJECT
KROGER
PROJECT # 95G 139
DATE: 5-18-95 DEPTH OF BORING' 10'0"
i BORING LOCATION: SEE LOCATION PLAN ELEVATION: EXISTING GRADE
i WATER ENCOUNTERED ~ TIME OF BORING' DRY ON COMPLETION
IBROWN SILTY ~ND WITH GRAVEL
I
~BROWN SILLY CLAY
S 3.0PP ~12.1 24
~S 3.0PP i13.g '
I - TAN BELOW 7'
S
10 ' 3.0PP ~ 17.4
~PP - INDICATES POCK~ PEN~ROM~ER R~DING IN TSF.
I 35
4O
I A. MOISTURE CONTENT D. PLASTICITY INDEX
B. LIQUID lIMIT E. UNCONFINED COMPRESSION, TSF
C. PLASTIC LIMIT
!
LOG OF BORING '
I iPROJECT · KROGER - COPPELL BORING #: B-9
I PROJECT # 95G 139
IDATE: 5-18-95 DEPTH OF BORING' 10'0"
iBORING LOCATION: SEE LOCATION PLAN ELEVATION: EXISTING GRADE
I WATER ENCOUNTERED ~ TIME OF BORING: DRY ON COMPLETION
'TAN AND BROWN CLAYEY SAND WITH GRAVEL I
I S 4.5.PP 7.4
I
S 4.5*PP 6.6 19 12 7
05 ! TAN AND BROWN SILTV C;LAV 19.4
i = ? 1.5PP , 2.1
i '
' I
I 10 iS 1.5PP [19.0 28 13 15
~ BORING TERMINATED @ 10'0"
I
PP - INDICATES POCKET PENETROMETER READING IN TSF.
i 2O
I 35
I 40
I 50 I
A. MOISTURE CONTENT O. PLASTICITY INDEX
B. LIQUID LIMIT E. UNCONFINED COMPRESSION, TSF
I C. PLASTIC LIMIT
LOG OF BORING
PROJECT - KROGER - COPPELL BORING #: B-10
PROJECT # 95G 1 :)9
DATE: 5-18-95 DEPTH OF BORING: 10'0~
BORING LOCATION: SEE LOCATION PLAN ELEVATION: EXISTING GRADE '-'
WATER ENCOUNTERED ~ TIME OF BORING: DRY ON COMPLETION
I TAN AND BROWN SILTY SANDY CLAY
iS 4.5+PP 11.4 22 15 7 4.6
j fAN SAND
B 4.6
IP 8BPF 4.0
10 P 11BPF 9.2 J
i i
! BORING TERMINATED @ 10'0"
PP - INDICATES POCKET PENETROMETER READING IN TSF.
'BPF - INDICATES BLOWS PER FOOT TO DRIVE SPLIT SPOON
SAMPLER 12"
30
I 40
I
A. MOISTURE CONTENT D. PLASTICITY INDEX
B. UQUID LIMIT E. UNCONFINED COMPRESSION, TSF
I C. PLASTIC LIMIT
LOG OF BORING
PROJECT · KROGER - COPPELL BORING B-11
'~' i
[PROJ ECT # 95G 139 I
DATE: 5-18-95 DEPTH OF BORING: 10'0"
BORING LOCATION: SEE LOCATION PLAN ELEVATION: EXISTING GRADE
WATER ENCOUNTERED @ TIME OF BORING: DRY ON COMPLETION
iTAN ANO BROWN CLAYEY SAND WITH GRAVEL
!S~4.5+PP 6.5
I
I
~B 4.1 i
B
~ - WITH MORE CLAY BELOW O'
10 iP 8BPF I 17.9
BORING TERMINATED @ 10'0"
PP - INDICATES POCKET PENETROMETER READING IN TSF.
BPF - INDICATES BLOWS PER FOOT TO DRIVE SPLIT SPOON
SAMPLER 12"
2§
I 35
i 40
I
I
A. MOISTURE CONTENT D. PLASTICITY INDEX
B. LIQUID LIMIT E. UNCONFINED COMPRESSION, TSF
I C. PLASTIC UMIT
LOG OF BORING
, PROJECT ' KROGER - COPPELL BORING #: B-12
P ROJ ECT # 95G 139
DATE: 5-18-95 DEPTH OF BORING: 15'0"
BORING LOCATION: SEE LOCATION PLAN ELEVATION: EXISTING GFLADE
1 iWATER ENCOUNTERED @ TIME OF BORING: DRY ON COMPL~'iON
IB TAN AND BROWN SILTY SAND WITH GRAVEL
4.5
~ 4.2
10 !P 14BPF 8.6
'
I . 1§ [P 16BPF 9.0
I
BORING TERMINATED @ 15'0"
!
20 B - INDICATES AUGER SAMPLE
BPF - INDICATES BLOWS PER FOOT TO DRIVE SPLIT SPOON
I ' SAMPLER 12"
2§
!
30
!
35
i 40
!
50 ~
I A. MOISTURE CONTENT D. PLASTICITY INDEX
B. UQUID UMIT E. UNCONFINED COMPRESSION. TSF
C. PLASTIC LIMIT
I
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